<?xml version="1.0" encoding="UTF-8"?>
<rdf:RDF xmlns:rdf="http://www.w3.org/1999/02/22-rdf-syntax-ns#" xmlns:prism="http://prismstandard.org/namespaces/1.2/basic/" xmlns:dc="http://purl.org/dc/elements/1.1/" xmlns:content="http://purl.org/rss/1.0/modules/content/" xmlns="http://purl.org/rss/1.0/">
<channel rdf:about="http://www.inderscience.com/current_issue_rss/index.php?journal=ijee">
<title>Most recent issue published online for the International Journal of Environmental Engineering.</title>
<description>International Journal of Environmental Engineering</description>
<link>http://www.inderscience.com/browse/index.php?journalID=309&amp;year=2011&amp;vol=3&amp;issue=3/4</link>
<dc:publisher>Inderscience Publishers Ltd</dc:publisher>
<dc:language>en-uk</dc:language>
<prism:publicationName>International Journal of Environmental Engineering</prism:publicationName>
<prism:issn>1756-8463</prism:issn>
<prism:eIssn>1756-8471</prism:eIssn>
<prism:copyright>&#169; 2011 Inderscience Publishers Ltd</prism:copyright>
<prism:rightsAgent>editor@inderscience.com</prism:rightsAgent>
<image rdf:resource="https://www.inderscience.com/images/files/coverImgs/ijee_scoverijee.jpg" />
<items>
<rdf:Seq>
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041349" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041350" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041351" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041352" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041353" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041354" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041355" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041356" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041357" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041358" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041359" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041379" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041380" />
<rdf:li rdf:resource="http://dx.doi.org/10.1504/IJEE.2011.041360" />
</rdf:Seq>
</items>
</channel>
<image rdf:about="https://www.inderscience.com/images/files/coverImgs/ijee_scoverijee.jpg">
<title>International Journal of Environmental Engineering</title>
<url>https://www.inderscience.com/images/files/coverImgs/ijee_scoverijee.jpg</url>
<link>http://www.inderscience.com/browse/index.php?journalID=309&amp;year=2011&amp;vol=3&amp;issue=3/4</link>
</image>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041349">
<title>Application of biofilm membrane bioreactor and Reverse Osmosis membrane to the treatment of fresh and partially stabilised leachate</title>
<link>http://www.inderscience.com/link.php?id=41349</link>
<description>Membrane Bioreactor &#40;MBR&#41; with sponge cube media and reverse osmosis &#40;RO&#41; were investigated in laboratory scale. Fresh and partially stabilised leachate contained COD&amp;&#35;47;N of 30 and 10 and BOD&amp;&#35;47;COD of 0.7&#45;0.9 and 0.4&#45;0.7, respectively. Continuous and intermittent aeration modes were examined. COD and TKN removals were more than 90&amp;&#35;37;. Highest nitrogen removal efficiency was achieved when aeration of 1 h on and 2 h off cycle were employed. The effluent from MBR was further treated in RO unit with average rejection efficiencies of 75&amp;&#35;37; 97&amp;&#35;37;, 94&amp;&#35;37; and 99&amp;&#35;37; for COD, NH&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;&amp;&#35;43;&amp;lt;&#47;SUP&amp;gt;, SO&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;2&amp;minus;&amp;lt;&#47;SUP&amp;gt; and PO&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;3&amp;minus;&amp;lt;&#47;SUP&amp;gt;, respectively.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41349"><b>Application of biofilm membrane bioreactor and Reverse Osmosis membrane to the treatment of fresh and partially stabilised leachate</b></A><br />Chart Chiemchaisri, Sujirut Putthiwara, Adisorn Chanpeng<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 210 - 220</i><br />Membrane Bioreactor &#40;MBR&#41; with sponge cube media and reverse osmosis &#40;RO&#41; were investigated in laboratory scale. Fresh and partially stabilised leachate contained COD&amp;&#35;47;N of 30 and 10 and BOD&amp;&#35;47;COD of 0.7&#45;0.9 and 0.4&#45;0.7, respectively. Continuous and intermittent aeration modes were examined. COD and TKN removals were more than 90&amp;&#35;37;. Highest nitrogen removal efficiency was achieved when aeration of 1 h on and 2 h off cycle were employed. The effluent from MBR was further treated in RO unit with average rejection efficiencies of 75&amp;&#35;37; 97&amp;&#35;37;, 94&amp;&#35;37; and 99&amp;&#35;37; for COD, NH&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;&amp;&#35;43;&amp;lt;&#47;SUP&amp;gt;, SO&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;2&amp;minus;&amp;lt;&#47;SUP&amp;gt; and PO&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;3&amp;minus;&amp;lt;&#47;SUP&amp;gt;, respectively.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041349</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 210 - 220</dc:source>
<dc:creator>Chart Chiemchaisri</dc:creator>
<dc:creator>Sujirut Putthiwara</dc:creator>
<dc:creator>Adisorn Chanpeng</dc:creator>
<dc:contributor>Department of Environmental Engineering&amp;&#35;47;National Center of Excellence for Environmental and Hazardous Waste Management, Faculty of Engineering, Kasetsart University, 50 Phaholyothin Road, Chatuchak, Bangkok 10900, Thailand. &#39; Faculty of Engineering, Department of Environmental Engineering, Kasetsart University, 50 Phaholyothin Road, Chatuchak, Bangkok 10900, Thailand. &#39; Faculty of Engineering, Department of Environmental Engineering, Kasetsart University, 50 Phaholyothin Road, Chatuchak, Bangkok 10900, Thailand</dc:contributor>
<dc:subject>biofilm reactors</dc:subject>
<dc:subject>floating media</dc:subject>
<dc:subject>leachate treatment</dc:subject>
<dc:subject>membrane bioreactors</dc:subject>
<dc:subject>microfiltration</dc:subject>
<dc:subject>reverse osmosis</dc:subject>
<dc:subject>effluent treatment</dc:subject>
<dc:subject>nitrogen removal efficiency</dc:subject>
<dc:subject>aeration.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>210</prism:startingPage>
<prism:endingPage>220</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041350">
<title>Kinetic study of toxic pollutants decomposition by ozone in landfill leachate using a numerical adaptive method</title>
<link>http://www.inderscience.com/link.php?id=41350</link>
<description>This study describes a new method to perform the kinetic study of toxic pollutants decomposition by ozone in landfill leachate using a novel numerical adaptive method based on the classical least square method. The leachate was obtained from the Mexico City waste sanitary landfill &#40;Bordo Poniente&#41; and was treated by ozonation after a coagulation treatment with Fe&amp;lt;SUB align&#61;right&amp;gt;2&#40;SO&amp;lt;SUB align&#61;right&amp;gt;4&#41;&amp;lt;SUB align&#61;right&amp;gt;3. For the partial identification of the initial organic matter composition, intermediates and final products of ozonation, the extraction of the initial and ozonated leachate with benzene, chloroform &#58; methanol &#40;2 &amp;&#35;58; 1&#41; and hexane was carried out, and then the extracts were analysed with a gas chromatography.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41350"><b>Kinetic study of toxic pollutants decomposition by ozone in landfill leachate using a numerical adaptive method</b></A><br />Tatyana Poznyak, Isaac Chairez<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 221 - 239</i><br />This study describes a new method to perform the kinetic study of toxic pollutants decomposition by ozone in landfill leachate using a novel numerical adaptive method based on the classical least square method. The leachate was obtained from the Mexico City waste sanitary landfill &#40;Bordo Poniente&#41; and was treated by ozonation after a coagulation treatment with Fe&amp;lt;SUB align&#61;right&amp;gt;2&#40;SO&amp;lt;SUB align&#61;right&amp;gt;4&#41;&amp;lt;SUB align&#61;right&amp;gt;3. For the partial identification of the initial organic matter composition, intermediates and final products of ozonation, the extraction of the initial and ozonated leachate with benzene, chloroform &#58; methanol &#40;2 &amp;&#35;58; 1&#41; and hexane was carried out, and then the extracts were analysed with a gas chromatography.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041350</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 221 - 239</dc:source>
<dc:creator>Tatyana Poznyak</dc:creator>
<dc:creator>Isaac Chairez</dc:creator>
<dc:contributor>Superior School of Chemical Engineering, National Polytechnic Institute of Mexico &#40;ESIQIE&#45;IPN&#41;, Edif. 7, UPALM, PC 07738, Mexico. &#39; Professional Interdisciplinary Unit of Biotechnology &amp;ndash; National Polytechnic Institute of Mexico &#40;UPIBI&#45;IPN&#41;, Av. Acueducto s&amp;&#35;47;n. Col. Barrio la Laguna, PC 07340, Mexico</dc:contributor>
<dc:subject>landfill leachate</dc:subject>
<dc:subject>ozonation kinetics</dc:subject>
<dc:subject>numerical adaptive method</dc:subject>
<dc:subject>toxic pollutants</dc:subject>
<dc:subject>pollutant decomposition</dc:subject>
<dc:subject>ozone</dc:subject>
<dc:subject>environmental pollution</dc:subject>
<dc:subject>least squares</dc:subject>
<dc:subject>leachate treatment.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>221</prism:startingPage>
<prism:endingPage>239</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041351">
<title>A laboratory&#45;scale mixed multibarrier for removal of ammonium from landfill leachate contamination</title>
<link>http://www.inderscience.com/link.php?id=41351</link>
<description>A column&#45;scale multibarrier, combining nitrification and ion exchange processes in a mixed configuration, was evaluated for the removal of ammonium &#40;325 &amp;&#35;177; 60 mg N L&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;1&amp;lt;&#47;SUP&amp;gt;&#41; from landfill leachate contamination. Inoculating granular clinoptilolite with nitrifying bacteria resulted in a 3.2 times higher overall ammonium removal, compared with a non&#45;inoculated control. Interestingly, nitrifying activity resulted in desorption of ammonium from saturated clinoptilolite and subsequent microbial oxidation of the released ammonium. These findings indicate that ammonium&#45;saturated clinoptilolite can be in&#45;situ bioregenerated in a multibarrier, which implicates that periodic &#40;and particularly costly&#41; removal and external regeneration of the ion exchange material can be avoided.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41351"><b>A laboratory&#45;scale mixed multibarrier for removal of ammonium from landfill leachate contamination</b></A><br />Thomas Van Nooten, Ludo Diels, Leen Bastiaens<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 240 - 252</i><br />A column&#45;scale multibarrier, combining nitrification and ion exchange processes in a mixed configuration, was evaluated for the removal of ammonium &#40;325 &amp;&#35;177; 60 mg N L&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;1&amp;lt;&#47;SUP&amp;gt;&#41; from landfill leachate contamination. Inoculating granular clinoptilolite with nitrifying bacteria resulted in a 3.2 times higher overall ammonium removal, compared with a non&#45;inoculated control. Interestingly, nitrifying activity resulted in desorption of ammonium from saturated clinoptilolite and subsequent microbial oxidation of the released ammonium. These findings indicate that ammonium&#45;saturated clinoptilolite can be in&#45;situ bioregenerated in a multibarrier, which implicates that periodic &#40;and particularly costly&#41; removal and external regeneration of the ion exchange material can be avoided.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041351</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 240 - 252</dc:source>
<dc:creator>Thomas Van Nooten</dc:creator>
<dc:creator>Ludo Diels</dc:creator>
<dc:creator>Leen Bastiaens</dc:creator>
<dc:contributor>Department of Separation and Conversion Technologies, Flemish Institute for Technological Research &#40;VITO&#41;, Boeretang 200, 2400 Mol, Belgium. &#39; Department of Separation and Conversion Technologies, Flemish Institute for Technological Research &#40;VITO&#41;, Boeretang 200, 2400 Mol, Belgium. &#39; Department of Separation and Conversion Technologies, Flemish Institute for Technological Research &#40;VITO&#41;, Boeretang 200, 2400 Mol, Belgium</dc:contributor>
<dc:subject>multibarriers</dc:subject>
<dc:subject>PRB</dc:subject>
<dc:subject>permeable reactive barriers</dc:subject>
<dc:subject>landfill leachate</dc:subject>
<dc:subject>ammonium removal</dc:subject>
<dc:subject>bioregeneration</dc:subject>
<dc:subject>clinoptilolite</dc:subject>
<dc:subject>nitrification</dc:subject>
<dc:subject>leachate treatment</dc:subject>
<dc:subject>ion exchange.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>240</prism:startingPage>
<prism:endingPage>252</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041352">
<title>Persistent Organic Pollutants &#40;POPs&#41; in leachates from municipal landfills</title>
<link>http://www.inderscience.com/link.php?id=41352</link>
<description>The leachates from six municipal waste landfills, located in South&#45;eastern Poland, were studied for the presence of major, Persistent Organic Pollutants &#40;POPs&#41; &amp;ndash; PAHs, Polychlorinated Dibenzo&#45;p&#45;dioxins &#40;PCDDs&#41;&amp;&#35;47;Polychlorinated Dibenzofurans &#40;PCDFs&#41;, Polychlorinated Dibenzothiophenes &#40;PCDTs&#41; and Polybrominated diphenyl ethers &#40;PBDEs&#41;. The measured concentrations varied with respect to the particular compound and landfill, but POPs were present at measurable levels in the leachates from all the examined landfills. The highest concentrations were found in the leachate from the landfill collecting waste from the capital of the province. In the leachates from younger landfills, the concentrations of lower halogenated compounds were higher than those of higher substituted congeners. Lower condensed PAHs showed higher concentrations in samples from all the examined sites.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41352"><b>Persistent Organic Pollutants &#40;POPs&#41; in leachates from municipal landfills</b></A><br />Marzenna R. Dudzinska, Jacek Czerwinski<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 253 - 268</i><br />The leachates from six municipal waste landfills, located in South&#45;eastern Poland, were studied for the presence of major, Persistent Organic Pollutants &#40;POPs&#41; &amp;ndash; PAHs, Polychlorinated Dibenzo&#45;p&#45;dioxins &#40;PCDDs&#41;&amp;&#35;47;Polychlorinated Dibenzofurans &#40;PCDFs&#41;, Polychlorinated Dibenzothiophenes &#40;PCDTs&#41; and Polybrominated diphenyl ethers &#40;PBDEs&#41;. The measured concentrations varied with respect to the particular compound and landfill, but POPs were present at measurable levels in the leachates from all the examined landfills. The highest concentrations were found in the leachate from the landfill collecting waste from the capital of the province. In the leachates from younger landfills, the concentrations of lower halogenated compounds were higher than those of higher substituted congeners. Lower condensed PAHs showed higher concentrations in samples from all the examined sites.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041352</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 253 - 268</dc:source>
<dc:creator>Marzenna R. Dudzinska</dc:creator>
<dc:creator>Jacek Czerwinski</dc:creator>
<dc:contributor>Faculty of Environmental Engineering, Lublin University of Technology, 40B Nadbystrzycka Str., 20&#45;618 Lublin, Poland. &#39; Faculty of Environmental Engineering, Lublin University of Technology, 40B Nadbystrzycka Str., 20&#45;618 Lublin, Poland</dc:contributor>
<dc:subject>municipal waste landfills</dc:subject>
<dc:subject>landfill leachates</dc:subject>
<dc:subject>POPs</dc:subject>
<dc:subject>persistent organic pollutants</dc:subject>
<dc:subject>PAHs</dc:subject>
<dc:subject>polycyclic aromatic hydrocarbons</dc:subject>
<dc:subject>PCDDs</dc:subject>
<dc:subject>PCDFs</dc:subject>
<dc:subject>PCDTs</dc:subject>
<dc:subject>PBDEs</dc:subject>
<dc:subject>Poland.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>253</prism:startingPage>
<prism:endingPage>268</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041353">
<title>In&#45;situ moisture content measurement of landfill cover using Time Domain Reflectometry</title>
<link>http://www.inderscience.com/link.php?id=41353</link>
<description>The amount of methane that vent from landfills is dependent on the physical, chemical and biological components of the soil cover; moisture content and temperature of the soil being the major controlling factors. Previous studies have attempted to correlate moisture content and temperature with methane emission by collecting soil samples from landfill soil covers and analysing it in the laboratory for moisture content determination. Moisture content, temperature and methane data of the landfill soil cover were collected and analysed. Methane emission showed good temporal correlation with soil temperature, however no significant relationship between moisture content and methane emission was observed.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41353"><b>In&#45;situ moisture content measurement of landfill cover using Time Domain Reflectometry</b></A><br />Dawit Tecle, Jejung Lee<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 269 - 283</i><br />The amount of methane that vent from landfills is dependent on the physical, chemical and biological components of the soil cover; moisture content and temperature of the soil being the major controlling factors. Previous studies have attempted to correlate moisture content and temperature with methane emission by collecting soil samples from landfill soil covers and analysing it in the laboratory for moisture content determination. Moisture content, temperature and methane data of the landfill soil cover were collected and analysed. Methane emission showed good temporal correlation with soil temperature, however no significant relationship between moisture content and methane emission was observed.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041353</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 269 - 283</dc:source>
<dc:creator>Dawit Tecle</dc:creator>
<dc:creator>Jejung Lee</dc:creator>
<dc:contributor>CH2M HILL, One South Main Street, Suite 1100, Dayton, OH 45402, USA. &#39; Department of Geosciences, University of Missouri&#45;Kansas City, RHFH 420E, 5100 Rockhill Road, Kansas City, MO 64110, USA</dc:contributor>
<dc:subject>moisture content</dc:subject>
<dc:subject>methane emissions</dc:subject>
<dc:subject>landfill cover</dc:subject>
<dc:subject>TDR</dc:subject>
<dc:subject>time domain reflectometry</dc:subject>
<dc:subject>soil temperature.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>269</prism:startingPage>
<prism:endingPage>283</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041354">
<title>Mitigating methane emissions from passive landfill vents&#58; a viable option for older closed landfills</title>
<link>http://www.inderscience.com/link.php?id=41354</link>
<description>This study investigated the use of biofilters to reduce methane emissions from landfill passive gas vents. Two biofilter designs were evaluated. The two filter designs achieved similar percent oxidation averages. The radial biofilter design, however, obtained a much higher methane oxidation rate. The higher surface area of flow in the radial biofilters decreased the methane influx leading to greater oxygen penetration into the biofilters. An average percent oxidation of 20&amp;&#35;37; and higher were obtained when air temperature was 20&#45;36&amp;&#35;176;C, indicating the optimal soil temperature for methanotrophs to oxidise methane.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41354"><b>Mitigating methane emissions from passive landfill vents&#58; a viable option for older closed landfills</b></A><br />Tarek Abichou, Lei Yuan, Jeffery Chanton, Jose Morales<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 284 - 297</i><br />This study investigated the use of biofilters to reduce methane emissions from landfill passive gas vents. Two biofilter designs were evaluated. The two filter designs achieved similar percent oxidation averages. The radial biofilter design, however, obtained a much higher methane oxidation rate. The higher surface area of flow in the radial biofilters decreased the methane influx leading to greater oxygen penetration into the biofilters. An average percent oxidation of 20&amp;&#35;37; and higher were obtained when air temperature was 20&#45;36&amp;&#35;176;C, indicating the optimal soil temperature for methanotrophs to oxidise methane.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041354</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 284 - 297</dc:source>
<dc:creator>Tarek Abichou</dc:creator>
<dc:creator>Lei Yuan</dc:creator>
<dc:creator>Jeffery Chanton</dc:creator>
<dc:creator>Jose Morales</dc:creator>
<dc:contributor>Department of Civil and Environmental Engineering, Florida State University, 2525 Pottsdamer Street, Tallahassee, Florida 32310, USA. &#39; Geosyntec Consultants, 10220 Old Columbia Road, Suite A, Columbia, Maryland 21046, USA. &#39; Department of Oceanography, Florida State University, 117 N. Woodward Ave., P.O. Box 3064320, Tallahassee, Florida 32306&#45;4320, USA. &#39; Environmental and Geotechnical Specialists, Inc., 3154 Eliza Road, Tallahassee, Florida 32308, USA</dc:contributor>
<dc:subject>environmental pollution</dc:subject>
<dc:subject>methane emissions</dc:subject>
<dc:subject>biofilters</dc:subject>
<dc:subject>methane oxidation</dc:subject>
<dc:subject>gas concentration</dc:subject>
<dc:subject>landfill passive gas vents</dc:subject>
<dc:subject>closed landfills</dc:subject>
<dc:subject>soil temperature.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>284</prism:startingPage>
<prism:endingPage>297</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041355">
<title>Evaluation of methane oxidation in a landfill cover material using a simple indicator approach</title>
<link>http://www.inderscience.com/link.php?id=41355</link>
<description>Estimates of methane &#40;CH&amp;lt;SUB align&#61;right&amp;gt;4&#41; oxidation rates &#40;R&amp;lt;SUB align&#61;right&amp;gt;g&#41; in biocovers are crucial for development of abatement strategies. R&amp;lt;SUB align&#61;right&amp;gt;g values were estimated in a landfill biocover with a simple approach based on gas diffusion theory. R&amp;lt;SUB align&#61;right&amp;gt;g varied from 0 to 1.1 &amp;&#35;215; 10&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;6&amp;lt;&#47;SUP&amp;gt; kg m&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;3&amp;lt;&#47;SUP&amp;gt; s&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;1&amp;lt;&#47;SUP&amp;gt;. Highest oxidation efficiencies reached 80&#45;100&amp;&#35;37; when soil water content &amp;&#35;60; 40&amp;&#35;37;, temperature &amp;&#35;62; 20&amp;&#35;176;C and O&amp;lt;SUB align&#61;right&amp;gt;2 concentration &amp;&#35;62; 0.1 kg m&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;3&amp;lt;&#47;SUP&amp;gt;. R&amp;lt;SUB align&#61;right&amp;gt;g was correlated to oxidation efficiency measured by stable isotopes and surface emissions. The approach allows for affordable continuous monitoring of R&amp;lt;SUB align&#61;right&amp;gt;g, but only gives a rough estimate of CH&amp;lt;SUB align&#61;right&amp;gt;4 oxidation rate.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41355"><b>Evaluation of methane oxidation in a landfill cover material using a simple indicator approach</b></A><br />Jonathan A. Lafond, Suzanne E. Allaire, Alexandre R. Cabral<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 298 - 317</i><br />Estimates of methane &#40;CH&amp;lt;SUB align&#61;right&amp;gt;4&#41; oxidation rates &#40;R&amp;lt;SUB align&#61;right&amp;gt;g&#41; in biocovers are crucial for development of abatement strategies. R&amp;lt;SUB align&#61;right&amp;gt;g values were estimated in a landfill biocover with a simple approach based on gas diffusion theory. R&amp;lt;SUB align&#61;right&amp;gt;g varied from 0 to 1.1 &amp;&#35;215; 10&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;6&amp;lt;&#47;SUP&amp;gt; kg m&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;3&amp;lt;&#47;SUP&amp;gt; s&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;1&amp;lt;&#47;SUP&amp;gt;. Highest oxidation efficiencies reached 80&#45;100&amp;&#35;37; when soil water content &amp;&#35;60; 40&amp;&#35;37;, temperature &amp;&#35;62; 20&amp;&#35;176;C and O&amp;lt;SUB align&#61;right&amp;gt;2 concentration &amp;&#35;62; 0.1 kg m&amp;lt;SUP align&#61;right&amp;gt;&amp;minus;3&amp;lt;&#47;SUP&amp;gt;. R&amp;lt;SUB align&#61;right&amp;gt;g was correlated to oxidation efficiency measured by stable isotopes and surface emissions. The approach allows for affordable continuous monitoring of R&amp;lt;SUB align&#61;right&amp;gt;g, but only gives a rough estimate of CH&amp;lt;SUB align&#61;right&amp;gt;4 oxidation rate.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041355</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 298 - 317</dc:source>
<dc:creator>Jonathan A. Lafond</dc:creator>
<dc:creator>Suzanne E. Allaire</dc:creator>
<dc:creator>Alexandre R. Cabral</dc:creator>
<dc:contributor>Horticultural Research Centre, Universite Laval, 2480 Hochelaga, Quebec, Qc G1V 0A6, Canada. &#39; Horticultural Research Centre, Universite Laval, 2480 Hochelaga, Quebec, Qc G1V 0A6, Canada. &#39; Department of Civil Engineering, Universite de Sherbrooke, 2500 blvd de l&#39;Universite, Sherbrooke, Qc J1K 2R1, Canada</dc:contributor>
<dc:subject>gas diffusion</dc:subject>
<dc:subject>gas movement</dc:subject>
<dc:subject>oxygen</dc:subject>
<dc:subject>waste management</dc:subject>
<dc:subject>temporal variation</dc:subject>
<dc:subject>compost</dc:subject>
<dc:subject>landfill biocover</dc:subject>
<dc:subject>methanotrophic oxidation</dc:subject>
<dc:subject>landfill cover</dc:subject>
<dc:subject>methane oxidation</dc:subject>
<dc:subject>moisture content.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>298</prism:startingPage>
<prism:endingPage>317</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041356">
<title>Alternative stabilisation options of mechanically sorted organic fraction from municipal solid waste prior to landfill disposal</title>
<link>http://www.inderscience.com/link.php?id=41356</link>
<description>In order to foresee the measures of the Directive 1999&amp;&#35;47;31&amp;&#35;47;EC, waste management policies are focused on the reduction of organic matter landfill disposal, through the recovering of the organic waste stream or the pre&#45;treatment of residual wastes before landfilling. This paper discusses the advantages and disadvantages of possible stabilisation treatments of the mechanically sorted organic fraction of municipal solid waste, to identify the most suitable management action, with regard to landfilling impacts. Experimental results demonstrate that chemical treatment of organic residue provides only temporary stabilisation, while anaerobic digestion treatment represent an interesting option thanks to its energetic and environmental benefits.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41356"><b>Alternative stabilisation options of mechanically sorted organic fraction from municipal solid waste prior to landfill disposal</b></A><br />Vincenzo Belgiorno, Daniele Panza, Lara Russo, Valeria Amodio, Alessandra Cesaro<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 318 - 335</i><br />In order to foresee the measures of the Directive 1999&amp;&#35;47;31&amp;&#35;47;EC, waste management policies are focused on the reduction of organic matter landfill disposal, through the recovering of the organic waste stream or the pre&#45;treatment of residual wastes before landfilling. This paper discusses the advantages and disadvantages of possible stabilisation treatments of the mechanically sorted organic fraction of municipal solid waste, to identify the most suitable management action, with regard to landfilling impacts. Experimental results demonstrate that chemical treatment of organic residue provides only temporary stabilisation, while anaerobic digestion treatment represent an interesting option thanks to its energetic and environmental benefits.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041356</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 318 - 335</dc:source>
<dc:creator>Vincenzo Belgiorno</dc:creator>
<dc:creator>Daniele Panza</dc:creator>
<dc:creator>Lara Russo</dc:creator>
<dc:creator>Valeria Amodio</dc:creator>
<dc:creator>Alessandra Cesaro</dc:creator>
<dc:contributor>Sanitary and Environmental Engineering Division &#40;SEED&#41;, Department of Civil Engineering, University of Salerno, via Ponte Don Melillo, 84084 Fisciano &#40;SA&#41;, Italy. &#39; via Legnani 6&#45;8, 21100 Varese, Italy. &#39; Sanitary and Environmental Engineering Division &#40;SEED&#41;, Department of Civil Engineering, University of Salerno, via Ponte Don Melillo, 84084 Fisciano &#40;SA&#41;, Italy. &#39; Sanitary and Environmental Engineering Division &#40;SEED&#41;, Department of Civil Engineering, University of Salerno, via Ponte Don Melillo, 84084 Fisciano &#40;SA&#41;, Italy. &#39; Sanitary and Environmental Engineering Division &#40;SEED&#41;, Department of Civil Engineering, University of Salerno, via Ponte Don Melillo, 84084 Fisciano &#40;SA&#41;, Italy</dc:contributor>
<dc:subject>stabilisation treatment</dc:subject>
<dc:subject>landfill disposal</dc:subject>
<dc:subject>municipal solid waste</dc:subject>
<dc:subject>MSW treatment</dc:subject>
<dc:subject>organic fraction</dc:subject>
<dc:subject>chemical treatment</dc:subject>
<dc:subject>organic residue</dc:subject>
<dc:subject>anaerobic digestion.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>318</prism:startingPage>
<prism:endingPage>335</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041357">
<title>Evaluation of a sequential aerobic anaerobic treatment of municipal solid waste in a bioreactor landfill</title>
<link>http://www.inderscience.com/link.php?id=41357</link>
<description>A sequential aerobic&#45;anaerobic bioreactor landfill was operated and monitored over a period of 184 days. The bioreactor was filled with 120 kg of organic fraction of Municipal Solid Waste. Leachate recirculation was applied. The results showed rapid degradation of organic matter with rapid settlement during the aerobic period. The initial COD and BOD&amp;lt;SUB align&#61;right&amp;gt;5 were reduced from 46,500 and 41,500 mg&amp;&#35;47;L to 9000 and 6000 mg&amp;&#35;47;L, respectively, within one month. The SO&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;2&amp;minus;&amp;lt;&#47;SUP&amp;gt; concentration, during the anaerobic period, was decreased from 1500 mg&amp;&#35;47;L to 250 mg&amp;&#35;47;L. The sequential treatment had positive effects on nitrification and denitrification efficiencies.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41357"><b>Evaluation of a sequential aerobic anaerobic treatment of municipal solid waste in a bioreactor landfill</b></A><br />Aris Nikolaou, Apostolos Giannis, Evangelos Gidarakos<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 336 - 348</i><br />A sequential aerobic&#45;anaerobic bioreactor landfill was operated and monitored over a period of 184 days. The bioreactor was filled with 120 kg of organic fraction of Municipal Solid Waste. Leachate recirculation was applied. The results showed rapid degradation of organic matter with rapid settlement during the aerobic period. The initial COD and BOD&amp;lt;SUB align&#61;right&amp;gt;5 were reduced from 46,500 and 41,500 mg&amp;&#35;47;L to 9000 and 6000 mg&amp;&#35;47;L, respectively, within one month. The SO&amp;lt;SUB align&#61;right&amp;gt;4&amp;lt;SUP align&#61;right&amp;gt;2&amp;minus;&amp;lt;&#47;SUP&amp;gt; concentration, during the anaerobic period, was decreased from 1500 mg&amp;&#35;47;L to 250 mg&amp;&#35;47;L. The sequential treatment had positive effects on nitrification and denitrification efficiencies.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041357</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 336 - 348</dc:source>
<dc:creator>Aris Nikolaou</dc:creator>
<dc:creator>Apostolos Giannis</dc:creator>
<dc:creator>Evangelos Gidarakos</dc:creator>
<dc:contributor>Laboratory of Toxic and Hazardous Waste Management, Department of Environmental Engineering, Technical University of Crete, Politechnioupolis, Chania 73100, Greece. &#39; Laboratory of Toxic and Hazardous Waste Management, Department of Environmental Engineering, Technical University of Crete, Politechnioupolis, Chania 73100, Greece. &#39; Laboratory of Toxic and Hazardous Waste Management, Department of Environmental Engineering, Technical University of Crete, Politechnioupolis, Chania 73100, Greece</dc:contributor>
<dc:subject>sequential treatment</dc:subject>
<dc:subject>aerobic anaerobic treatment</dc:subject>
<dc:subject>bioreactor landfill</dc:subject>
<dc:subject>leachate recirculation</dc:subject>
<dc:subject>municipal solid waste</dc:subject>
<dc:subject>MSW</dc:subject>
<dc:subject>organic matter</dc:subject>
<dc:subject>nitrification</dc:subject>
<dc:subject>denitrification.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>336</prism:startingPage>
<prism:endingPage>348</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041358">
<title>Changes in geotechnical properties of Municipal Solid Waste &#40;MSW&#41; in bioreactor landfill with degradation</title>
<link>http://www.inderscience.com/link.php?id=41358</link>
<description>The objectives of the research described in this paper are to&#58; study the composition of fresh Municipal Solid Waste &#40;MSW&#41;; study the effects of decomposition on physical characteristics of MSW in bioreactor landfill. Initially, composition of the fresh MSW constituents was determined based on 14 bag MSW samples. Then, four small&#45;scale bioreactor landfills were simulated in laboratory and samples were prepared to represent each phase of decomposition. Laboratory tests were conducted to determine the changes in physical characteristics &#40;moisture content, organic content, specific gravity, density and permeability&#41; of MSW at each phase of decomposition and presented in this paper.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41358"><b>Changes in geotechnical properties of Municipal Solid Waste &#40;MSW&#41; in bioreactor landfill with degradation</b></A><br />Md. S. Hossain, Kiran K. Penmethsa<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 349 - 370</i><br />The objectives of the research described in this paper are to&#58; study the composition of fresh Municipal Solid Waste &#40;MSW&#41;; study the effects of decomposition on physical characteristics of MSW in bioreactor landfill. Initially, composition of the fresh MSW constituents was determined based on 14 bag MSW samples. Then, four small&#45;scale bioreactor landfills were simulated in laboratory and samples were prepared to represent each phase of decomposition. Laboratory tests were conducted to determine the changes in physical characteristics &#40;moisture content, organic content, specific gravity, density and permeability&#41; of MSW at each phase of decomposition and presented in this paper.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041358</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 349 - 370</dc:source>
<dc:creator>Md. S. Hossain</dc:creator>
<dc:creator>Kiran K. Penmethsa</dc:creator>
<dc:contributor>Department of Civil Engineering, The University of Texas at Arlington, 417 Yates St, TX 76019, USA. &#39; Department of Civil Engineering, The University of Texas at Arlington, 417 Yates St, TX 76019, USA</dc:contributor>
<dc:subject>bioreactor landfill</dc:subject>
<dc:subject>municipal solid waste</dc:subject>
<dc:subject>MSW decomposition</dc:subject>
<dc:subject>physical characteristics</dc:subject>
<dc:subject>geotechnical properties</dc:subject>
<dc:subject>moisture content</dc:subject>
<dc:subject>organic content</dc:subject>
<dc:subject>specific gravity</dc:subject>
<dc:subject>density</dc:subject>
<dc:subject>permeability.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>349</prism:startingPage>
<prism:endingPage>370</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041359">
<title>The impact of an environmental disamenity on land values&#58; case of Kiteezi landfill in Uganda</title>
<link>http://www.inderscience.com/link.php?id=41359</link>
<description>The discourse on waste management is increasingly becoming important especially in developing countries. Landfill use is one of the most preferred methods of waste management yet it has various negative effects on people&#39;s welfare and livelihoods. This study uses hedonic price model to quantify impacts of proximity to a landfill. It uses primary data on property characteristics and other factors as explanatory variables. Land&#45;price is used as a dependent variable. The results indicated that proximity to the landfill negatively affects land value whereas amenity variables positively influence land values. The study recommends appropriate policy on location and management of landfills.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41359"><b>The impact of an environmental disamenity on land values&#58; case of Kiteezi landfill in Uganda</b></A><br />Rosemary Emegu Isoto, Bernard Bashaasha, Ateenyi Twaha Ali Basamba, John Mburu<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 371 - 387</i><br />The discourse on waste management is increasingly becoming important especially in developing countries. Landfill use is one of the most preferred methods of waste management yet it has various negative effects on people&#39;s welfare and livelihoods. This study uses hedonic price model to quantify impacts of proximity to a landfill. It uses primary data on property characteristics and other factors as explanatory variables. Land&#45;price is used as a dependent variable. The results indicated that proximity to the landfill negatively affects land value whereas amenity variables positively influence land values. The study recommends appropriate policy on location and management of landfills.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041359</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 371 - 387</dc:source>
<dc:creator>Rosemary Emegu Isoto</dc:creator>
<dc:creator>Bernard Bashaasha</dc:creator>
<dc:creator>Ateenyi Twaha Ali Basamba</dc:creator>
<dc:creator>John Mburu</dc:creator>
<dc:contributor>Department of Agricultural Economics and Agribusiness, Makerere University, P.O. Box 7062, Kampala, Uganda. &#39; Department of Agricultural Economics and Agribusiness, Makerere University, P.O. Box 7062, Kampala, Uganda. &#39; Department of Soil Science, Makerere University, P.O. Box 7062, Kampala, Uganda. &#39; International Research Institute &#40;ILRI&#41;, University of Nairobi, P.O. Box 30709&#45;00100, Nairobi, Kenya</dc:contributor>
<dc:subject>hedonic price models</dc:subject>
<dc:subject>disamenity</dc:subject>
<dc:subject>property values</dc:subject>
<dc:subject>land values</dc:subject>
<dc:subject>Uganda</dc:subject>
<dc:subject>landfill proximity</dc:subject>
<dc:subject>waste management</dc:subject>
<dc:subject>developing countries</dc:subject>
<dc:subject>landfill location</dc:subject>
<dc:subject>landfill management.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>371</prism:startingPage>
<prism:endingPage>387</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041379">
<title>Forum&#58; Maintenance and rehabilitation of water resources and environment related infrastructures</title>
<link>http://www.inderscience.com/link.php?id=41379</link>
<description>How to maintain and rehabilitate a public facility has been a major responsibility of the agency in charge. Policies and procedures are normally documented in most of the agency&#39;s handbooks and manuals. It is not the intent of this forum to discuss those details for specific project or agency. Instead, some general thoughts and observations are shared here with the readers.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41379"><b>Forum&#58; Maintenance and rehabilitation of water resources and environment related infrastructures</b></A><br />Chin Y. Kuo<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 388 - 390</i><br />How to maintain and rehabilitate a public facility has been a major responsibility of the agency in charge. Policies and procedures are normally documented in most of the agency&#39;s handbooks and manuals. It is not the intent of this forum to discuss those details for specific project or agency. Instead, some general thoughts and observations are shared here with the readers.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041379</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 388 - 390</dc:source>
<dc:creator>Chin Y. Kuo</dc:creator>
<dc:contributor>Department of Civil and Environmental Engineering, Cleveland State University, Cleveland, Ohio 44115, USA</dc:contributor>
<dc:subject>maintenance</dc:subject>
<dc:subject>rehabilitation</dc:subject>
<dc:subject>water resources</dc:subject>
<dc:subject>infrastructures.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>388</prism:startingPage>
<prism:endingPage>390</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041380">
<title>Forum&#58; Communication skills&#58; written and verbal</title>
<link>http://www.inderscience.com/link.php?id=41380</link>
<description>This Forum outlines some examples and opportunities of acquiring communication skills for scientists and engineers.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41380"><b>Forum&#58; Communication skills&#58; written and verbal</b></A><br />Chin Y. Kuo<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 391 - 393</i><br />This Forum outlines some examples and opportunities of acquiring communication skills for scientists and engineers.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041380</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 391 - 393</dc:source>
<dc:creator>Chin Y. Kuo</dc:creator>
<dc:contributor>Department of Civil and Environmental Engineering, Cleveland State University, Cleveland, Ohio 44115, USA</dc:contributor>
<dc:subject>communication skills</dc:subject>
<dc:subject>technical writing</dc:subject>
<dc:subject>public speaking</dc:subject>
<dc:subject>written skills</dc:subject>
<dc:subject>verbal skills.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>391</prism:startingPage>
<prism:endingPage>393</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
<item rdf:about="http://dx.doi.org/10.1504/IJEE.2011.041360">
<title>Coupling of a Probabilistic Cellular Automaton and a stochastic algorithm for a reactive transport simulation in subsurface media</title>
<link>http://www.inderscience.com/link.php?id=41360</link>
<description>The Operator Splitting scheme is a favourite and approved method for simulating multi component reactive transport systems. This scheme can easily be applied to the situation where large time scale differences between the transport and reaction steps exist. In the current work, different schemes of coupling such as Cellular Automaton and Gillespie Algorithm, and Finite Difference &amp;amp; Ordinary Differential Equation are studied. The verification and validation of the coupling schemes are done by applying these schemes to simulate one dimensional contaminant transport system with single decay, convergent reactions and double Monod kinetic reaction and comparing the results with analytical solutions.</description>
<content:encoded><![CDATA[<p><a href="http://www.inderscience.com/link.php?id=41360"><b>Coupling of a Probabilistic Cellular Automaton and a stochastic algorithm for a reactive transport simulation in subsurface media</b></A><br />Palanichamy Jegathambal, Holger Schuttrumpf, Jurgen Kongeter, Torsten Rose, Sankaralingam Mohan, Palani Sundarambal<br /><i>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 394 - 409</i><br />The Operator Splitting scheme is a favourite and approved method for simulating multi component reactive transport systems. This scheme can easily be applied to the situation where large time scale differences between the transport and reaction steps exist. In the current work, different schemes of coupling such as Cellular Automaton and Gillespie Algorithm, and Finite Difference &amp;amp; Ordinary Differential Equation are studied. The verification and validation of the coupling schemes are done by applying these schemes to simulate one dimensional contaminant transport system with single decay, convergent reactions and double Monod kinetic reaction and comparing the results with analytical solutions.</p>]]></content:encoded>
<dc:identifier>10.1504/IJEE.2011.041360</dc:identifier>
<dc:source>International Journal of Environmental Engineering, Vol. 3, No. 3/4 (2011) pp. 394 - 409</dc:source>
<dc:creator>Palanichamy Jegathambal</dc:creator>
<dc:creator>Holger Schuttrumpf</dc:creator>
<dc:creator>Jurgen Kongeter</dc:creator>
<dc:creator>Torsten Rose</dc:creator>
<dc:creator>Sankaralingam Mohan</dc:creator>
<dc:creator>Palani Sundarambal</dc:creator>
<dc:contributor>Institute of Hydraulic Engineering and Water Resources Management, RWTH Aachen University, 52056 Aachen, Germany; Water Institute, Karunya University, Coimbatore 641114, Tamil Nadu, India. &#39; Institute of Hydraulic Engineering and Water Resources Management, RWTH Aachen University, 52056 Aachen, Germany; Water Institute, Karunya University, Coimbatore 641114, Tamil Nadu, India. &#39; Institute of Hydraulic Engineering and Water Resources Management, RWTH Aachen University, 52056 Aachen, Germany; Water Institute, Karunya University, Coimbatore 641114, Tamil Nadu, India. &#39; Institute of Hydraulic Engineering and Water Resources Management, RWTH Aachen University, 52056 Aachen, Germany; Water Institute, Karunya University, Coimbatore 641114, Tamil Nadu, India. &#39; Department of Civil Engineering, Environmental and Water Resources Division, Indian Institute of Technology, Chennai 600036, Tamil Nadu, India. &#39; Tropical Marine Science Institute, National University of Singapore 119223, Singapore</dc:contributor>
<dc:subject>multicomponent reactive transport</dc:subject>
<dc:subject>operator splitting</dc:subject>
<dc:subject>PCA</dc:subject>
<dc:subject>probabilistic cellular automaton</dc:subject>
<dc:subject>PCE transport</dc:subject>
<dc:subject>convergent reactions</dc:subject>
<dc:subject>subsurface media.</dc:subject>
<dc:date>2011-07-20T23:20:50-05:00</dc:date>
<prism:volume>3</prism:volume>
<prism:number>3/4</prism:number>
<prism:startingPage>394</prism:startingPage>
<prism:endingPage>409</prism:endingPage>
<prism:publicationDate>2011-07-20T23:20:50-05:00</prism:publicationDate>
</item>
</rdf:RDF>

